HomeMy WebLinkAboutB-10 - Foundation Drawings and specsSHEET:
SCALE:DRAWINGS PROVIDED BY: DATE:
11/05/2019Property address:Property Owner(s):Pride Construction LLC333 N. Alabama - Suite 350Indianapolis, IN 46204John SchlenkJamie Schlenk4882 Essex DriveCarmel, IN 4603303/18/20
Adam Schriner
SHEET:
SCALE:DRAWINGS PROVIDED BY: DATE:
11/05/2019Property address:Property Owner(s):Pride Construction LLC333 N. Alabama - Suite 350Indianapolis, IN 46204John SchlenkJamie Schlenk4882 Essex DriveCarmel, IN 46033Foundation Details
03/18/20
Adam Schriner
GRADING NOTES:
1.CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
2.PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
3.FINAL GRADE TO CONVEY SURFACE DRAINAGE TOWARD ROCK
CHANNELS AND DISPERSION TRENCHES.
4.AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED TO REMOVE
TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL
AND STRIPPED OF TOPSOIL.
5.PLACE FILL SLOPES WITH A GRADIENT STEEPER THAT 3:1 IN LIFTS
NOT TO EXCEED 8 INCHES, AND MAKE SURE EACH LIFT IS PROPERLY
COMPACTED.
SHEET:
SCALE:DRAWINGS PROVIDED BY: DATE:
11/05/2019Property address:Property Owner(s):Pride Construction LLC333 N. Alabama - Suite 350Indianapolis, IN 46204John SchlenkJamie Schlenk4882 Essex DriveCarmel, IN 46033FOUNDATION NOTES:
ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL.
STEP FOOTINGS A REQUIRED TO MAINTAIN REQUIRED DEPTH
BELOW FINISH GRADES.
CONCRETE STRENGTH,
4,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN
BASED ON 2,500 PSI).
4,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION.
MAXIMUM SLUMP, 4"
USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS
UNLESS NOTED OTHERWISE
CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL
STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE
SIMPSON "SET" ADHESIVE OR APPROVED EQUAL.
INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL
BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS
MUST BE SEALED.
* JOINTS AROUND WINDOW AND DOOR FRAMES
* JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME.
* JOINTS BETWEEN WALL AND FOUNDATION
* JOINTS BETWEEN WALL AND ROOF
* JOINTS BETWEEN WALL PANELS
* UTILITY PENETRATIONS THROUGH EXTERIOR WALLS
03/18/20
Adam Schriner